CN220352720U

CN220352720U - Dyke reinforcing structure

Info

Publication number: CN220352720U
Application number: CN202321389623.3U
Authority: CN
Inventors: 张胤; 李万林; 马家林; 程洋; 徐玉亭; 薛超桔
Original assignee: Nanjing Water Planning And Designing Institute Co ltd
Current assignee: Nanjing Water Planning And Designing Institute Co ltd
Priority date: 2023-06-02
Filing date: 2023-06-02
Publication date: 2024-01-16
Anticipated expiration: 2033-06-02

Abstract

The utility model discloses a dike reinforcement structure, which comprises a dike, a water storage tank and a water storage tank drain hole, wherein the water storage tank is arranged in the dike, and the water storage tank is communicated with the water storage tank drain hole of a dike slope; the dam also comprises an arc-shaped baffle plate which is transversely arranged at the top of the water storage tank; the two ends of the baffle are flush with the two ends of the dam; one side of the baffle, which faces the slope of the dam, is rotationally connected with the inner wall of the water storage tank through a rotating piece, and the other side of the baffle is movably arranged on a limiting block which is integrally arranged with the inner wall of the water storage tank; the dike further comprises a support for supporting the baffle. The embankment reinforcing structure is low in cost and suitable for large-area paving; the baffle is designed into an arc shape, when the baffle is lifted, water waves can be guided, the water waves enter the river channel again, meanwhile, under the weather without wind waves, the baffle is matched with the drain board above the baffle, and the baffle can be used as a drain canal, is multipurpose, and further reduces the cost.

Description

Dyke reinforcing structure

Technical Field

The utility model relates to the technical field related to hydraulic engineering, in particular to a embankment reinforcing structure.

Background

Dykes and dams are a generic term for both dykes and dams, and refer broadly to waterproof and water-blocking buildings, constructions, commonly found in rivers, lakes.

Patent CN218842996U discloses a dyke reinforced structure, including dykes and dams, the top rotation of dykes and dams is connected with manger plate mechanism, manger plate mechanism is used for blockking to the water, the storage chamber has been seted up to the inside of dykes and dams, the inside of storing the chamber is provided with protection mechanism, manger plate mechanism's below rotation is connected with supporting component, manger plate mechanism includes baffle and hydraulic stem and bull stick, the baffle sets up in the top of storing the chamber, one side of bull stick with baffle fixed connection, the opposite side of bull stick with the inside rotation of dykes and dams is connected, the output of hydraulic stem with the below of baffle articulates, the opposite side of hydraulic stem with the storage chamber articulates, through above-mentioned technical scheme, has solved among the prior art and has lacked to make the warning effect to the pedestrian on the road, to the relatively poor problem of trees protection effect on the bank.

The technology has some problems when in actual use, namely high cost, because the dykes and dams at the positions of river channels and the like are long, if a large number of structures are built, the cost is too high; secondly, when the baffle is inclined in the stormy weather, the baffle can only be calculated as the slope extension of the dam, the slope is increased to a certain extent, but in the stormy weather, water can be guided to wash the trees behind the device through the slope, and the protection effect is poor.

Disclosure of Invention

The utility model aims to provide a embankment reinforcing structure to solve the problems of high manufacturing cost and poor wind wave resistance effect in the prior art.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the dike reinforcing structure comprises a dike, a water storage tank and a water storage tank drain hole, wherein the water storage tank is arranged in the dike and communicated with the water storage tank drain hole on the slope of the dike; the dam also comprises an arc-shaped baffle plate which is transversely arranged at the top of the water storage tank; the two ends of the baffle are flush with the two ends of the dam; one side of the baffle, which faces the slope of the dam, is rotationally connected with the inner wall of the water storage tank through a rotating piece, and the other side of the baffle is movably arranged on a limiting block which is integrally arranged with the inner wall of the water storage tank; the dike further comprises a support for supporting the baffle.

Preferably, the dam further comprises a drain board, a drain board clamping block is reserved at the bottom of the drain board, and a drain board mounting groove which is in clamping fit with the drain board clamping block is reserved at the top of the dam; both ends of the drain board are flush with both ends of the top of the dam.

Preferably, the rotating member comprises a connecting shaft, a connecting shaft mounting groove is reserved on one side of the baffle plate facing the slope surface of the dam, and the baffle plate is rotationally connected with the connecting shaft through the connecting shaft mounting groove.

Preferably, the support member includes a stay bar placing plate and stay bars; the placing plate is an L-shaped metal piece, the lower part of the placing plate is poured into the concrete on the inner wall of the water storage tank, and a plurality of stay bar limiting holes are reserved on the side face of the placing plate; the bottom joint of vaulting pole is in the spacing hole of vaulting pole, the top joint of vaulting pole is in the vaulting pole roof groove that the baffle rear was reserved.

Preferably, a traction clamping groove is reserved on one side, far away from the connecting shaft mounting groove, of the upper end face of the baffle plate.

Compared with the prior art, the utility model has the beneficial effects that: the embankment reinforcing structure is low in cost and suitable for large-area paving; the baffle is designed into an arc shape, when the baffle is lifted, water waves can be guided, the water waves enter the river channel again, meanwhile, under the weather without wind waves, the baffle is matched with the drain board above the baffle, and the baffle can be used as a drain canal, is multipurpose, and further reduces the cost.

Drawings

FIG. 1 is a schematic perspective view of embodiment 1 of the present utility model;

FIG. 2 is a schematic perspective view of embodiment 2 of the present utility model;

FIG. 3 is a schematic side sectional view of FIG. 2 in accordance with the present utility model;

FIG. 4 is a schematic side cross-sectional view of the present utility model in operation of FIG. 1;

FIG. 5 is a schematic perspective view of a stay bar placement plate according to the present utility model;

fig. 6 is a schematic perspective view of a baffle plate according to the present utility model.

In the figure: 1. a dike; 2. a water storage tank; 3. a water storage tank drain hole; 4. a drain plate; 5. a drain board installation groove; 6. a baffle; 7. a connecting shaft; 8. a traction clamping groove; 9. a drain board clamping block; 10. a limiting block; 11. a stay bar top groove; 12. a stay bar placing plate; 13. a brace rod; 14. a stay bar limiting hole; 15. and a connecting shaft mounting groove.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Example 1:

referring to fig. 1 and fig. 4, the present utility model provides a technical solution: the dike reinforcement structure comprises a dike 1, a water storage tank 2 and a water storage tank drain hole 3, wherein the water storage tank 2 is arranged in the dike 1, and the water storage tank 2 is communicated with the water storage tank drain hole 3 on the slope of the dike 1; the dam 1 further comprises an arc-shaped baffle 6, and the baffle 6 is transversely arranged at the top of the water storage tank 2; both ends of the baffle 6 are flush with both ends of the dam 1; one side of the baffle 6 facing the slope of the dam 1 is rotationally connected with the inner wall of the water storage tank 2 through a rotating piece, and the other side of the baffle 6 is movably arranged on a limiting block 10 integrally arranged with the inner wall of the water storage tank 2; the dike 1 further comprises a support for supporting the baffle 6.

The working principle of the embodiment is as follows: in stormy weather, the baffle 6 is lifted by lifting the baffle 6, and when the description is needed, the lifting angle of the baffle 6 is not limited in the application, and in actual use, the maximum lifting angle of the baffle 6 can be adjusted in combination, so that the intrados surface of the baffle 6 faces the slope of the dam 1; when the back of the baffle 6 is supported by the supporting piece, the spray rushes across the slope of the dam 1 to further reach the position of the baffle 6 during wave, and falls into a river channel after being guided by the intrados of the baffle 6.

Further, referring to fig. 3 and 6, the rotating member includes a connecting shaft 7, a connecting shaft mounting groove 15 is reserved on a side of the baffle 6 facing the slope of the dike 1, and the baffle 6 is rotatably connected with the connecting shaft 7 through the connecting shaft mounting groove 15.

Further, referring to fig. 3 and 5, the support member includes a stay bar placing plate 12 and stay bars 13; the placing plate 12 is an L-shaped metal piece, the lower part of the placing plate 12 is poured into the concrete on the inner wall of the water storage tank 2, and a plurality of stay bar limiting holes 14 are reserved on the side surface of the placing plate 12; the bottom joint of vaulting pole 13 is in vaulting pole spacing hole 14, and the top joint of vaulting pole 13 is in the vaulting pole roof groove 11 that the baffle 6 rear was reserved.

Example 2:

referring to fig. 2 and 3, on the basis of embodiment 1, the dam 1 further includes a drain board 4, a drain board clamping block 9 is reserved at the bottom of the drain board 4, and a drain board mounting groove 5 engaged with the drain board clamping block 9 in a clamping manner is reserved at the top of the dam 1; both ends of the drain board 4 are flush with both ends of the top of the dike 1.

It should be noted that the present application provides a structure for reinforcing a dike, and the structure shown in the drawings does not represent an actual dimension, and it should be understood that the present application may be designed according to a dike length, for example, the plurality of baffles 6 and the drain plates 4 are connected together to form a canal structure.

The working principle of the embodiment is as follows: in windless weather, the drain board 4 is mounted above the baffle 6 by using the drain board fixture block 9 and the drain board mounting groove 5, the baffle 6 is in a lying state at this time, and a plurality of the baffles 6 and the drain boards 4 form a canal.

As a preferred embodiment, referring to fig. 1 and 6, a traction slot 8 is reserved on one side of the upper end surface of the baffle 6 away from the connecting shaft installation slot 15, when the baffle 6 needs to be lifted, a traction rope can be tied into the traction slot 8, and when the baffle 6 is lifted, so that the support member is convenient to install.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a dyke reinforced structure which characterized in that: the water storage device comprises a dam (1), a water storage tank (2) and a water storage tank drain hole (3), wherein the water storage tank (2) is arranged in the dam (1), and the water storage tank (2) is communicated with the water storage tank drain hole (3) on the slope of the dam (1); the dam (1) further comprises an arc-shaped baffle (6), and the baffle (6) is transversely placed at the top of the water storage tank (2); the two ends of the baffle (6) are flush with the two ends of the dam (1); one side of the baffle (6) facing the slope of the dam (1) is rotationally connected with the inner wall of the water storage tank (2) through a rotating piece, and the other side of the baffle (6) is movably arranged on a limiting block (10) which is integrally arranged with the inner wall of the water storage tank (2); the dike (1) further comprises a support for supporting the baffle (6).

2. A dike reinforcing structure according to claim 1, wherein: the dam (1) further comprises a drain board (4), a drain board clamping block (9) is reserved at the bottom of the drain board (4), and a drain board mounting groove (5) which is in clamping fit with the drain board clamping block (9) is reserved at the top of the dam (1); both ends of the drain board (4) are flush with both ends of the top of the dyke (1).

3. A dike reinforcing structure according to claim 1, wherein: the rotating piece comprises a connecting shaft (7), a connecting shaft mounting groove (15) is reserved on one side of the baffle (6) facing the slope of the dam (1), and the baffle (6) is rotationally connected with the connecting shaft (7) through the connecting shaft mounting groove (15).

4. A dike reinforcing structure according to claim 1, wherein: the support comprises a stay bar placing plate (12) and stay bars (13); the placing plate (12) is an L-shaped metal piece, the lower part of the placing plate (12) is poured into the concrete on the inner wall of the water storage tank (2), and a plurality of stay bar limiting holes (14) are reserved on the side surface of the placing plate (12); the bottom joint of vaulting pole (13) is in vaulting pole spacing hole (14), the top joint of vaulting pole (13) is in vaulting pole roof groove (11) that baffle (6) rear reserved.

5. A dike reinforcing structure according to claim 1, wherein: one side of the upper end surface of the baffle plate (6) far away from the connecting shaft mounting groove (15) is reserved with a traction clamping groove (8).